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A slug test is a variation on the typical aquifer test where an instantaneous change (increase or decrease) is made, and the effects are observed in the same well. This is often used in geotechnical engineering settings to get a quick estimate (minutes instead of days) of the aquifer properties immediately around the well.
Table of saturated hydraulic conductivity (K) values found in nature. a table showing ranges of values of hydraulic conductivity and permeability for various geological materials. Values are for typical fresh groundwater conditions — using standard values of viscosity and specific gravity for water at 20 °C and 1 atm.
time constraints (quick results, or results for a large number of wells, are needed), the well does not or cannot have a pump installed on it (slug tests do not require pumping), the transmissivity of the material the well is cased in is too low to realistically perform a proper pumping test (common for aquitards or some bedrock monitoring ...
A drainage equation is an equation describing the relation between depth and spacing of parallel subsurface drains, depth of the watertable, depth and hydraulic conductivity of the soils. It is used in drainage design. Parameters in Hooghoudt's drainage equation
where q is the volume flux vector of the fluid at a particular point in the medium, h is the total hydraulic head, and K is the hydraulic conductivity tensor, at that point. The hydraulic conductivity can often be approximated as a scalar. (Note the analogy to Ohm's law in electrostatics. The flux vector is analogous to the current density ...
Hydraulic conductivity (K) is a measure of permeability that is a property of both the fluid and the porous medium (i.e. the hydraulic conductivity of water and of oil will not be the same even if in the same geologic formation). Transmissivity is the product of hydraulic conductivity and the aquifer thickness (typically used as an indication ...
The analogs to hydraulic conductivity are electrical conductivity, thermal conductivity, and the solute diffusion coefficient. An early process analog model was an electrical network model of an aquifer composed of resistors in a grid. [6] Voltages were assigned along the outer boundary, and then measured within the domain.
The slope of the water table is known as the “hydraulic gradient”, which depends on the rate at which water is added to and removed from the aquifer and the permeability of the material. The water table does not always mimic the topography due to variations in the underlying geological structure (e.g., folded, faulted, fractured bedrock).